Analytical fragility assessment using unscaled ground motion records

Summary It is desirable that nonlinear dynamic analyses for structural fragility assessment are performed using unscaled ground motions. The widespread use of a simple dynamic analysis procedure known as Cloud Analysis, which uses unscaled records and linear regression, has been impeded by its alleg...

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Veröffentlicht in:	Earthquake engineering & structural dynamics Jg. 46; H. 15; S. 2639 - 2663
Hauptverfasser:	Jalayer, Fatemeh, Ebrahimian, Hossein, Miano, Andrea, Manfredi, Gaetano, Sezen, Halil
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Bognor Regis Wiley Subscription Services, Inc 01.12.2017
Schlagworte:	Bayesian parameter estimation Capacity Cloud Analysis Clouds Collapse Computer simulation Confidence intervals Demand analysis Dynamic analysis Flexing Fragility Ground motion Markov chains Monte Carlo simulation Nonlinear analysis nonlinear dynamic analysis performance‐based earthquake engineering Records record‐to‐record variability regression Regression analysis Reinforced concrete Shear Simulation Statistical analysis Statistical methods Unity
ISSN:	0098-8847, 1096-9845
Online-Zugang:	Volltext
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